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C <br />a <br />F4) �_---_ (F5 <br />12 — <br />5 -I -- _. -- 12 <br />- — - . - <br />HFFI, _ <br />------------- <br />F -7-1 [= = 11 ___ -71 =[7] 1 <br />LL�� L_J <br />M El <br />F1 <br />-------------- — — — — --------I--JI --I l L #---�L--L---1I 1---I L---L--- <br />F2 <br />1"x10" SMOOTH <br />TEXTURED BAND <br />I I <br />o <br />91 <br />TEXTURED FINISH <br />FRONT ELEVATION - Al <br />16-0" RIDGE VENT <br />wk-- -� - <br />- - -' - — 3'-0 RIDGE VENT <br />12 <br />- <br />-_- <br />_..- <br />12 <br />1- <br />- -- -=L <br />T.O.M. <br />-- - V_G} — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - HDRHGT. <br />op ACV <br />2,_�„ TEXTURED _ o <br />CEMENTICIOUS o `- <br />FINISH ON C.M.U. 00 0o <br />(TYP.) <br />m <br />25 SH 25 SH — — — <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION - Al <br />SCALE: 1 /4"=1' <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water-Resisitive Barriers. <br />Water-resisitive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paperbacked <br />stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry contructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />—CALCULATIONS BASED ON THE FOLLOIMNG VALUES, SEE ROOF PLAN** <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO, IN. OF NET FREE AREA/ FT. <br />*' (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of C'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />*Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />cD <br />zC® <br />_ o <br />zC� <br />z <br />Q <br />1� z <br />V) C'D <br />(1) U <br />a--+ , L J <br />M p <br />(D•V — <br />O1U <br />-L00r) <br />e <br />E <br />r- <br />m04 <br />04 <br />U <br />W <br />'=s <br />a) C', <br />C l6 Cl) <br />ooN <br />= <br />■ <br />U Cn <br />Cr— <br />Y LL 00 <br />aY <br />C, <br />Q Cn <br />C <br />rn Q o <br />B <br />D <br />N C B D�C <br />P <br />� <br />\/ � R5 <br />Z. <br />A <br />C Jr'n o}� <br />N Ul �` <br />P. <br />O <br />w'� perr <br />� <br />�� � <br />To the best of the Engin ! idg ,information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z� <br />0 <br />� U.)O <br />M <br />Q -0 l( ) <br />0 <br />a)0 N <br />Ln <br />z <br />Q /1 <br />QUa,00 <br />E u <br />Z <br />WJ <br />C:) <br />o€Z <br />3� <br />uJ <br />za <br />f F- <br />wair(r <br />U Z 8 O <br />Z <br />O <br />�-' U <br />Zcc <br />w w <br />z <br />z <br />� a - <br />wow <br />o� <br />Smo <br />WoU) <br />J <br />Yo <br />W <br />au <br />2:Z <br />O <br />�--I <br />W <br />z <br />z <br />-a <br />al <br />C) <br />L4 3-- <br />fv <br />L <br />— <br />'' ^^ <br />vl <br />F <br />> <br />0 <br />U <br />Q <br />�Z <br />wci <br />0 <br />O <br />J <br />Z <br />axP <br />Xis <br />C:) <br />fV <br />Z< <br />A <br />1 ` <br />1 1 <br />ror- <br />w z J <br />� a z a <br />a <br />gaU_o <br />Z <br />W <br />N <br />Lli <br />a"'O� <br />Q <br />� <br />Z <br />ra u- o <br />ZU <br />$a~ <br />QZ <br />M <br />*k <br />� <br />0 <br />00 <br />Z <br />J <br />= <br />Z <br />a <br />rn <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />